지방관리 무역항은 비교적 중소형 무역항으로 지방도시의 경제력 강화 및 지역 산업 부가가치 제고를 위해 활발한 운영이 필요 하다. 또한, 선박대형화가 이루어지고 있는 국제적 흐름에서 지방관리 무역항의 효율성 증대를 위해 항만기본계획상 기존 선석규모 대비 대형선박의 접안이 필요하며, 부두 및 선박의 안전성 확보를 위해 대형선박 접안시 계류시설 확충 및 안전운용기준 마련이 필요하다. 본 연구에서는 지방관리 무역항 중 옥계항을 선정하여, 현행 2만 DWT급 부두에 5만 DWT급 선박이 계류시 시나리오에 따른 계류안전성 평 가를 수행하였다. 평가 결과, 대상 부두에 100톤급 계선주를 신설하였을 경우, 긴급이안기준은 기존 파주기 3.2초에서 풍속 27노트, 파주기 5.0초에서 풍속 22노트의 계류 한계 조건이 파주기 3.2초에서 풍속 41노트, 파주기 5.0초에서 풍속 36노트로 약 50 % 정도 증가하는 것으로 분석되었다. 본 연구 결과는 지방관리 무역항에 기존 선석규모 대비 대형선박 접안시 부두 계류시설의 안전성 강화와 안전운용기준 설정 을 위한 기초 자료로 활용될 수 있다.

PURPOSES : The logistic roads for freight transport along to the new port of Busan have been suffered by the rapid weather changes including high temperature and torrential rain. As a result, the roads require annual repair, which have been distressed seriously by the heavy logistic and environmental loads. Therefore, we need to identify the cause of the road pavement distresses and find a proper design method to minimize the pavement distress in order to prohibit the problem aggravated. METHODS : The damaged conditions of the logistic roads were investigated on-site. In addition, applied pavement designs, real traffic volumes, and historical climatic information were intensively collected for this project. With the investigated and collected data Korean pavement design program (KPRP) was implemented to analyzed the causes of the damaged roads and conceive the pavement design draft optimized for the roads. RESULTS : According to the investigation and KPRP analysis, the traffic volume to transport freights impacts significantly the pavement distress, so that a higher PG grade binder type should be used, for which polymer modified asphalt (PMA) binders are recommended. Moreover, its pavement thickness should be increased to secure load bearing capacity, but thickening the pavement has been discouraged due to difficulties induced by the road-sectional change, especially road-height change. CONCLUSIONS : In conclusion, 5cm PMA overlay is suggested for the normal-scale maintenance, and 7cm PMA overlay for large-scale maintenance. Besides these, the application of Polymer-modified Stone Matrix Asphalt (PSMA) using PG76-22 binder would be the best preventive maintenance method, which has been well know as having higher fatigue resistant performance than general PMA. However, if we use PSMA, quality control should be very cautious since PSMA can be very susceptible premature distress if its production and construction are improperly proceeded.